| 半刚性节点形式研究现状 |
| |
| 引用本文： | 张建. 半刚性节点形式研究现状[J]. 江苏建筑, 2012, 0(4): 25-27,33 |
| |
| 作者姓名： | 张建 |
| |
| 作者单位： | 南京工业大学,江苏南京,210009 |
| |
| 摘 要： | 《钢结构设计规范中》提出要考虑半刚性节点的连接变形影响,但并未给出理论公式。针对半刚性节点工字钢柱-工字钢梁,方钢管柱-工字钢梁这2种半刚性节点,对节点的连接形式和理论研究归纳总结,为我国的钢结构设计规范的修订提供参考。
|
| 关 键 词： | 半刚性 节点 性能分析 |
Semirigid Nodes Form Research |
| |
| ZHANG Jian. Semirigid Nodes Form Research[J]. Jiangsu Construction, 2012, 0(4): 25-27,33 |
| |
| Authors: | ZHANG Jian |
| |
| Affiliation: | ZHANG Jian(Nanjing University of Technology,Nanjing Jiangsu 210009 China) |
| |
| Abstract: | It is proposed that consider the effect of semirigid nodes connection deformation inCode for Design of Steel Structure,but it does not provide the theoretical formula.For semirigid nodes,H steel column-H steel beam and square steel tube columns-H steel beam,link to node form and theoretical research are summarized,providing the reference for the revision of our country’s steel structure design code. |
| |
| Keywords: | semirigid node charactristics analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
